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ARCHIVED REPORTS XR0003296
Environmental Health - Public
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EHD Program Facility Records by Street Name
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DIAMOND
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1050
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2900 - Site Mitigation Program
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PR0001781
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ARCHIVED REPORTS XR0003296
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Entry Properties
Last modified
7/3/2019 12:56:04 PM
Creation date
7/3/2019 10:46:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003296
RECORD_ID
PR0001781
PE
2960
FACILITY_ID
FA0004090
FACILITY_NAME
DIAMOND WALNUT GROWERS INC
STREET_NUMBER
1050
STREET_NAME
DIAMOND
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
155 320 19 5
CURRENT_STATUS
01
SITE_LOCATION
1050 DIAMOND ST
P_LOCATION
01
QC Status
Approved
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WEISS ASSWATES <br /> 2 BACKGROUND <br /> The DWG plant is located northeast of the intersection of Charter Way and South <br /> Diamond Street in Stockton, California (Figure 1) The faculty is a walnut processing plant, <br /> cooperatively owned by walnut growers in the Central Valley DWG indicates that the plant <br /> has been in operation since the 1950s The five underground concrete vaults are located north <br /> and east of the main processing building and formerly contained refrigerants used in the plant <br /> ' walnut cooling systems (Figure 2) Detailed descriptions of the vault use and history are <br /> included in WA's July 20, 1988 Phase I investigation work plan (Weiss, 1988) <br /> ' 21 SITE SETTING <br /> The site is located approximately 2 5 miles cast of the San Joaquin River The direction <br /> of surface drainage at the site is controlled by the site topography, which slopes to the south <br /> toward Mormon Slough The Mormon Slough flows to the west and eventually empties into the <br /> ' San Joaquin River <br /> tFour municipal wells located at the corners of the site(Figure 2)supply water to the plant <br /> and to the surrounding community A representative of the City of Stockton Department of <br /> ' Municipal Utilities has indicated that the wells were installed in 1955 and 1956 to depths of <br /> 420 ft to 460 ft below ground surface (bgs) The wells are sealed to at least 50 ft bgs <br /> ' In 1988, the static water levels in the municipal wells indicated that ground water <br /> t <br /> beneath the site was approximately 50 ft to 60 ft bgs Since the direction of groundwater flow <br /> in the Stockton area generally coincides with the surface topography, the shallow ground water <br /> flow direction beneath the site is estimated to be towards the west However, the shallow <br /> ' ground water flow direction could be greatly affected by extraction of ground water from the j <br /> municipal wells, which may cause the shallow ground water to flow towards the pumping <br /> weli(s) <br />' D \ALL1331DWG\331P1SE0 WP Page 6 <br />
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